- Use Nscp 2015 1 (121.81 KiB) Viewed 76 times
USE NSCP 2015
-
answerhappygod
- Site Admin
- Posts: 899604
- Joined: Mon Aug 02, 2021 8:13 am
USE NSCP 2015
USE NSCP 2015
A double-angle tension member, 100 mm x 100 mm x 8 mm is subjected to a tensile load, P = 210 kN. The diagonal member is on a slope of 2V.1H, and is connected to the supporting beam by a wide tee. Steel strength and allowable stresses Yleld strength, Fy = 248 MPa Ultimate strength, Fu = 400 MPa Boit shear stress, Fv = 150 MPa Bolt bearing stress. Fp = 1.2Fu Bolt tensile stress, Ft = 195 MPa Determine the required diameter, d1, of the 3 bolts in shear connecting the double-angle member to the wide tee. Determine the required diameter, d2, of the 4 bolts in shear connecting the wide tee to the flange of the supporting beam. Determine the required diameter, d2, of the 4 bolts in tension connecting the wide tee to the supporting beam. Р 2L 2V 1H 38 75 75 38 3-0 16 mm 4-d2 16 mm 16 mm 38 100 38
A double-angle tension member, 100 mm x 100 mm x 8 mm is subjected to a tensile load, P = 210 kN. The diagonal member is on a slope of 2V.1H, and is connected to the supporting beam by a wide tee. Steel strength and allowable stresses Yleld strength, Fy = 248 MPa Ultimate strength, Fu = 400 MPa Boit shear stress, Fv = 150 MPa Bolt bearing stress. Fp = 1.2Fu Bolt tensile stress, Ft = 195 MPa Determine the required diameter, d1, of the 3 bolts in shear connecting the double-angle member to the wide tee. Determine the required diameter, d2, of the 4 bolts in shear connecting the wide tee to the flange of the supporting beam. Determine the required diameter, d2, of the 4 bolts in tension connecting the wide tee to the supporting beam. Р 2L 2V 1H 38 75 75 38 3-0 16 mm 4-d2 16 mm 16 mm 38 100 38
Join a community of subject matter experts. Register for FREE to view solutions, replies, and use search function. Request answer by replying!